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fcu is the strength of tested cube for the concrete.
Nonlinear 3D finite element model was developed to simulate the monotonic behavior and strength of tested specimens.
Early mortar strength of tested samples (to 28 d) was lower than the reference sample (namely Portland cement) and the strength increased obviously and some exceeded the reference sample after 28 days.
The additives (RHA and CHA) can be said to have contributed to the strength development by acting as a microfiller and enhancer due to their increased reactivity and filler effect and have shown to be very effective additives to enhance the strength of tested shales.
Studies have shown the relationship between the amount of fibers in polymer matrix and the flexural strength of tested reinforced materials [ 15– 17].
The amount of the polymer solution was increased from 2 to 4 μL to increase the shear bond strength of polymer so that the differences in the shear bond strength of tested samples in different conditions are substantial, and thus the effect of salivary components and additives on the strength is clear, facilitating the data analysis.
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At study, the strengths of tested items are compared to a decision criterion (c).
Furthermore, even if the nominal concrete strength was evaluated by means of conventional tests on concrete samples, the effective concrete strengths of tested beams may differ from those of small size samples.
The fatigue strength of specimens tested with combined loading is reduced in comparison to the fatigue strength of specimens tested with only internal pressure and only bending loading.
We briefly evaluated the bonding strength of test wafers after the bonding test.
Their influence on three responses such as tensile, flexural and impact strength of test specimen is studied.
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